Effect of end-restraint conditions on energy pile behavior

Melis Sutman, Guney Olgun, Lyesse Laloui, Tracy Brettmann

Research output: Chapter in Book/Report/Conference proceedingConference contribution

5 Citations (Scopus)

Abstract

Energy piles are deep foundation elements designed to utilize the relatively constant temperature of the ground for efficient heating and cooling of the buildings while at the same time serve as foundations. The temperature changes during the operation of energy piles result in axial displacements, a part of which is restrained by the surrounding soil or the building on top. The restrained part of the axial displacements induces compressive stresses during temperature increase and tensile stresses during temperature decrease along energy piles. Moreover, the unrestrained part of the displacement results in changes in the mobilized shaft resistance, which need to be taken into consideration during design of energy piles. With the aim of quantifying these effects, a series of full-scale field tests on three energy piles with different end-restraint conditions was carried out in Richmond, TX. The field test program included conventional pile load tests and application of temperature. Temperature changes were applied to the test piles with and without maintained mechanical loads to investigate the effects of structural loads on energy piles. Moreover, the lengths of the test piles were determined to represent different end-restraint conditions at the toe. In this paper, a comparison of the thermally induced axial stresses and mobilized shaft resistance of two identical, end-bearing test piles with and without maintained mechanical loads are presented along with the details from the full-scale field test.

Original languageEnglish
Title of host publicationGeotechnical Frontiers 2017
Subtitle of host publicationGeotechnical Materials, Modeling, and Testing
PublisherAmerican Society of Civil Engineers
Pages165-174
Number of pages10
ISBN (Electronic)9780784480472
DOIs
Publication statusPublished - 2017
EventGeotechnical Frontiers 2017 - Orlando, United States
Duration: 12 Mar 201715 Mar 2017

Publication series

NameGeotechnical Special Publication
PublisherAmerican Society of Civil Engineers
Number280
ISSN (Print)0895-0563

Conference

ConferenceGeotechnical Frontiers 2017
CountryUnited States
CityOrlando
Period12/03/1715/03/17

ASJC Scopus subject areas

  • Civil and Structural Engineering
  • Architecture
  • Building and Construction
  • Geotechnical Engineering and Engineering Geology

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  • Cite this

    Sutman, M., Olgun, G., Laloui, L., & Brettmann, T. (2017). Effect of end-restraint conditions on energy pile behavior. In Geotechnical Frontiers 2017: Geotechnical Materials, Modeling, and Testing (pp. 165-174). (Geotechnical Special Publication; No. 280). American Society of Civil Engineers. https://doi.org/10.1061/9780784480472.017